NCC212676_Site Plan or Location Map_20210504

LEGEND
9EG-3A'_K OF EURB
UW=::RNl, DRIWWAY
EB= ELF CTRIC BOY
EOP=EDGE OF PAVEMENT
P=PATIE
PC=PCRGH
S ;;J=CLEAN JUT
SW -SIDEWALK
IP=IFIFPW)NF PFUFSIAI
WM=WATER METER
O RON 'IPE FOUND
p IRON PIPE SET
O NAIL SET
VICINITY MAP (NTS)
SETBACKS
ZONE R-1 PER
CHATHAM CO.
PLANNING
FRONT 40'
SIDE 25'
REAR 25'
IMPERVIOUS AREA
HOUSE 3,190 SQ.FT.
DRIVE 1,157 SQ.FT.
TOTAL 4,347 SQ.FT
?' 'os AC OSS EASEMEN
10%/
/ 1
7' 1
1
_ cn 0 \
u1y G \
/ \\1 ) -A
(\11 ALn
30' PRIVATE ACCESS
& UTILITY EASEMENT
1�
THIS EXIBIT MAP IS OF AN EXISTING PARCEL
OR PARCELS OF LAND AND DOES NOT CREATE
A NEW STREET OR CHANGE AN EXISTING
STREET.
DB FLOYD, PLS L-3640 DATE
THIS MAP IS ONLY INTENDED FOR THE PARTIES
AND PURPOSES SHOWN. THIS MAP IS NOT FOR
RECORDATION. NO TITLE REPORT PROVIDED.
GENERAL NOTES:
1.ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES IN U.S. SURVEY FEET UNLESS
OTHERWISE NOTED.
2.AREAS SHOWN HEREON WERE COMPUTED USING
THE COORDINATE METHOD.
3.UNES NOT SURVEYED ARE SHOWN AS DASHED
LINES FROM INFORMATION
REFERENCED ON THE FACE OF THIS SURVEY.
GENERAL NOTES:
4.PROPERTY MAY BE SUBJECT TO ANY/ALL
EASEMENTS AND RESTRICTIONS
OF RECORD. THIS SURVEY IS A CORRECT
REPRESENTATION OF THE LAND
PLATTED AND OR DEEDED AND HAS BEEN
PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT. A NORTH CAROLINA LICENSED
ATTORNEY —AT —LAW SHOULD BE CONSULTED
REGARDING CORRECT OWNERSHIP, WIDTH AND
LOCATION OF EASEMENTS, AND OTHER TITLE
QUESTIONS REVEALED BY TITLE EXAMINATION.
5.DRIVEWAY IMPERVIOUS CALCULATION SHOWN
HEREON CALCULATED TO THE FRONT PROPERTY
UNE/RIGHT—OF—WAY.
6. CREEK, EASEMENTS, PIPES, SEPTIC AREA AND
BUFFERS SHOWN HEREON ARE APPROXIMATE AND
HAVE BEEN SCALED FROM RECORDED PLAT BOOK
2019, PG 140. NOT TO BE USED FOR STAKING
PURPOSES.
215 3 L1
NDcox� 20' TURN
j AROUND EASEMENT
(\ 25
/ L2 5
r
24
0) 1 130,682 SF+/_ S 85*21'44"
I 1 3.00 AC+/_ 2 E 222.28
o'
I
N I 1 a7_ass s—i ` — j j - ./ - N
1 _
1 UNNAM�o TRI_BUTANY "r' SECTION-- —_-- //j/� jj 00
1 TE WILKINSOV C,PEEI. TURN AROUND
ATPNOX- LO C. (SEE NOTE) 15. / PROPOSLcf/��1� N
�l
SEPTIC
AD A
/✓
0) 1 L'SV?, 6j% R 3 X / ///1m
ci
----------------- w
L---- --- -- -- V
fY OD---- 469.01'1/�
S 89'47'25" W 89'47 25" W
GENERAL NOTES: 120.69'
7. A 100 FOOT UNDISTURBED RIPARIAN BUFFER IS
SHOWN FOR PERENNIAL STREAM PER CHATHAM
COUNTY WATERSHED PROTECTION DEPARTMENT
N/F DATED 04-06-16 AS SHOWN ON PB 2019, PG
140.
RICHARD W ETUX TERESA
WHITFIELD B. THE EXISTING 30' PRIVATE ACCESS EASEMENT
D.B. 1659, PG. 652 ROADWAY TO BE EXTENDED 187 LINEAR FEET TO
SERVE LOT 25 AS SHOWN ON PB 2019, PG 140.
LINE TABLE
LINE
LENGTH
BEARING
LI
49.62
S89.22'53'W
L2
30.00
SO4'38'16'W
GRAPHIC SCALE
100 0 50
1 inch = 100 ft.
P R E L I M I N A R Y
9. THE HATCHED "T" SECTION PORTION OF
ROADWAY IS TO BE BUILT TO THE NEW CHATHAM
COUNTY STANDARDS.
10.THIS MAP MAY NOT BE A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS AND HAS NOT
BEEN REVIEWED FOR
COMPLIANCE WITH RECORDING REQUIREMENTS FOR
PLATS.
P- PROJECT: F 0 R
m TRAVARS 21-003 ROMANO T R A V A R S BUILT HOMES E C L S
n DRAWN BY: APS 92 SHEILA COURT AKPAR: 1685 G L 0 IS A L INC
r BC E; LOT 24 THE WOODS �' WILKINSON CREEK 1U9SN MCKINL VETERAN -OWN
STD
1"=100' BALDWIN TWP., CHATHAM CO., NC COATS, NO 27521
N91 0.1397.3257 ECLSGLOBAL.COMD9TE: P.B. 2019, PG. 1ao 1R-91-91 O.S97.2329 (FAX) CO#C-417Sj